• 제목/요약/키워드: cracks parameters

검색결과 330건 처리시간 0.028초

레일강의 샬피거동 및 피로균열 성장거동에 관한 파괴역학적 고찰 (Fracture Mechanical Study on the Charpy V-notch and Fatigue Crack Propagation 8ehavior of Rail Steels)

  • 김성훈
    • 대한토목학회논문집
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    • 제14권6호
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    • pp.1319-1327
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    • 1994
  • 레일강에 있어서 피로균열은 레일의 파괴와 그에 따른 열차탈선의 근본적인 요인으로서 실험실시험의 분석 결과에 의한 피로거동 및 파괴특성의 정량적 평가는 피로수명 추정 및 안전조사 주기설정의 기본이 된다. 따라서 본 연구에서는 살피충격시험의 결과로부터 레일강의 샬피거동 및 파괴인성거동을 평가하고 일정진폭하중하에서 피로시험의 분석 결과로부터 피로균열성장거동에 미치는 균열의 방향성, 온도, 그리고 응력비 R의 효과를 파괴역학적 수법을 도입하여 평가하였다.

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알루미늄 단순겹치기 접착이음의 에지계면균열에 대한 연구 (Analysis on the Interface Edge Crack in Aluminum Bonded Single Lap-joint)

  • 유영철;박정환;정의섭;이원
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 1997년도 춘계학술대회 논문집
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    • pp.655-659
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    • 1997
  • The analysis of cracks at the interface between dissimilar materilar has received a great deal of attention in recent years. In this paper we conducted the static tensile test for the aluminum bonded single lap-joint with the interface edge crack. Comparing this results, that is ultimate load and strain value of aluminum adherend by strain gauge with the fracture mechanics parameters, compliance and stress intensity factors acquied from the boundary element analysis, we concluded that there are critical value of crack length to provoke the interface fracture.

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브러시 및 워터젯을 이용한 풍력 발전 블레이드 표면 청소 효율 측정 (Efficiency Evaluation of Wind Power Blade Surface Cleaning using Brush and Water Jet)

  • 전민석;김병곤;박소라;홍대희
    • 한국정밀공학회지
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    • 제30권9호
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    • pp.977-982
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    • 2013
  • Blades of wind energy plants are exposed to external shocks or internal cracks during operation. Furthermore, the blade surfaces can be contaminated by substances such as dust, blood of birds, salt or insects which can decrease the electricity generation efficiency significantly. For this reason, many blade cleaning companies started to appear and a variety of methods for cleaning were suggested. Despite these diverse methods, there has been no study to investigate how effectively to clean the substances in quantitative manner. In this paper, the cleaning efficiency of two rotor blade cleaning methods, brush and water-jet, is examined through experiments by changing operating parameters. Then, the optimal operating conditions for both methods are derived.

레이저빔에 의한 조성구배계면 Ni/Steel 재료의 제조 (Fabrication of Graded-Boundary Ni/Steel Material by Laser Beam)

  • 안재모;김도훈
    • 한국레이저가공학회지
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    • 제2권1호
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    • pp.22-29
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    • 1999
  • This work was carried out as a fundamental experiment to fabricate a Graded-Boundary Ni/Steel material using a laser beam. A Ni sheet was placed on a steel substrate, and then a series of high power $CO_2$ laser beams were irradiated on the surface in order to produce a homogeneous alloyed layer. The processing parameters were : 4 ㎾ laser power, 2m/min traverse speeds, -2mm defocuing, 17 l/min sheiding gas flow rates. The sequential repetition of the laser surface alloying treatment up to 4 times, resulted in about 5mm thick of fair compositional gradient systems. In order to determine the microstructure, phase and compositional profiles in this material, optical microscopy, XRD and EDS were used. The compositions varied from 66% to 0% for Ni and 34% to 100% for Fe in this material The microstructures were typical morphologies of rapid solidification and solid-state cooling. Since compressive stress was formed in the heat affected region due to martensitic transformation, while relative tensile stress was developed in the alloyed region, cracks were formed between the alloyed region and the substrate region.

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개구부를 갖는 철근콘크리트 깊은 보의 전단거동에 대한 실험 연구 (An Experimental Study on the Shear Behavior of R/C Deep Beems with Web Opentings)

  • 임채문;이진섭;양창현;김상식
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1996년도 봄 학술발표회 논문집
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    • pp.280-285
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    • 1996
  • The shear behavior of reinforced concrete deep beams with web opennings has been scrutinized experimentally to verify the influences of the structural parameters such as size, shape, location and reinfrocements of web openings, and shear span ratio. A total of 22 specimens has been tested under one or two point loading conditions at the laboratory. In the tests most specimens have shown shear failures with inclined cracks from the loacing points to the supports through openings. The ultimate strengths of the specimens measured from the tests have shown wide differences depending on the locations of the openings which deter the formation of the compression struts between the loading points and the supports. The effects of the reinforcements and the geomtry of the openings on the shear strengths and the crack developments have been carefully checked and analyzed.

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Reliability assessment of concrete bridges subject to corrosion-induced cracks during life cycle using artificial neural networks

  • Firouzi, Afshin;Rahai, Alireza
    • Computers and Concrete
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    • 제12권1호
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    • pp.91-107
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    • 2013
  • Corrosion of RC bridge decks eventually leads to delamination, severe cracking and spalling of the concrete cover. This is a prevalent deterioration mechanism and demands for the most costly repair interventions during the service life of bridges worldwide. On the other hand, decisions for repairs are usually made whenever the extent of a limit crack width, reported in routine visual inspections, exceeds an acceptable threshold level. In this paper, while random fields are applied to account for spatial variation of governing parameters of the corrosion process, an analytical model is used to simulate the corrosion induced crack width. However when dealing with random fields, the Monte Carlo simulation is apparently an inefficient and time consuming method, hence the utility of neural networks as a surrogate in simulation is investigated and found very promising. The proposed method can be regarded as an invaluable tool in decision making concerning maintenance of bridges.

ECC로 피복된 고강도콘크리트의 폭렬저감 및 열적특성에 관한 실험적 연구 (Fire Resistant Performance of Anti-Spalling ECC Layers in High-Strength Concrete Structures)

  • 이재영;권영진
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2008년도 춘계 학술논문 발표대회
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    • pp.199-202
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    • 2008
  • The purpose of this study is to obtain the fundamental fire resistance performance of engineered cementitious composites(ECC) under fire temperature in order to use the fire protection material in high-strength concrete structures. The present study conducted the experiment to simulate fire temperature by employing of ECC and investigated experimentally the explosion and cracks in heated surface of these ECC. In the experimental studies, 3 HSC specimens are being exposed to fire, in order to examine the influence of various parameters(such as depth of layer=20, 30, 40mm; construction method=lining type) on the fire performance of HSC structures. Employed temperature curve were ISO 834 criterion(3hr), which are severe in various criterion of fire temperature in building structures. The numerical regressive analysis and proposed equation to calculate ambient temperature distribution is carried out and verified against the experimental data. By the use of proposed equation, the HSC members subjected to fire loads were designed and discussed.

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Cylindrical Grinding Integrity - A Review on Surface Integrity

  • Alagumurthi, N.;Palaniradja, K.;Soundararajan, V.
    • International Journal of Precision Engineering and Manufacturing
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    • 제8권3호
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    • pp.24-44
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    • 2007
  • Cylindrical grinding is one of the important metal cutting processes used extensively in the finishing operation of discrete components. The inherent high cutting temperature in grinding if not controlled may lead to rapid tool wear, which in turn will lead to dimensional inaccuracy. The very nature of the grinding mechanism in material removal impairs the grounded surfaces by inducing residual stress, micro cracks and other thermal damages at the machined surface. This paper is an attempt to review some of the surface integrity issues in cylindrical grinding taken up and reported by number of researchers over the years. This review may have been planned to be useful to the researchers and other professionals interested to work on grinding.

Corrosion Fatigue Cracking of Low Alloy Steel in High Temperature Water

  • Lee, S.G.;Kim, I.S.;Jang, C.H.;Jeong, I.S.
    • Corrosion Science and Technology
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    • 제2권2호
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    • pp.93-97
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    • 2003
  • Fatigue crack growth test or low alloy steel was performed in high temperature water. Test parameters were dissolved oxygen content. loading frequency and R-ratio ($P_{min}/P_{max}$). Since the sulfur content or the steel was low, there were no environmentally assisted cracks (EAC) in low dissolved oxygen(DO) water. At high DO, the crack growth rate at R = 0.5 tests was much increased due to environmental effects and the crack growth rate depended on loading frequency and maximized at a critical frequency. On the other hand, R = 0.7 test results showed an anomalous decrease of the crack growth rate as much different behavior from the R = 0.5. The main reason of the decrease may be related to the crack tip closure effect. All the data could be qualitatively understood by effects of oxide rupture and anion activity at crack tip.

Failure analysis of laminates by implementation of continuum damage mechanics in layer-wise finite element theory

  • Mohammadi, B.;Hosseini-Toudeshky, H.;Sadr-Lahidjani, M.H.
    • Structural Engineering and Mechanics
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    • 제33권6호
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    • pp.657-674
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    • 2009
  • In this paper a 3-D continuum damage mechanics formulation for composite laminates and its implementation into a finite element model that is based on the layer-wise laminate plate theory are described. In the damage formulation, each composite ply is treated as a homogeneous orthotropic material exhibiting orthotropic damage in the form of distributed microscopic cracks that are normal to the three principal material directions. The progressive damage of different angle ply composite laminates under quasi-static loading that exhibit the free edge effects are investigated. The effects of various numerical modeling parameters on the progressive damage response are investigated. It will be shown that the dominant damage mechanism in the lay-ups of [+30/-30]s and [+45/-45]s is matrix cracking. However, the lay-up of [+15/-15] may be delaminated in the vicinity of the edges and at $+{\theta}/-{\theta}$ layers interfaces.